pa-wm1-0012.0004 sewickly township n40.233176 …files.dep.state.pa.us/programintegration/pa...
TRANSCRIPT
HOR PC
N40.232204
W79.770922
HOR PT
N40.233176
W79.770581
PA-WM1-0012.0005-SS
PA-WM1-0012.0005
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PA-WM-0014.00070
PA-WM1-0011.0100
HDD ENTRY/EXIT
N40.227407
W79.773242
HDD EXIT/ENTRY
N40.235262
W79.770109
PA-WM1-0012.0004
PA-WM1-0009.0000
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N40.229299
W79.772327
GEOTECH HDD-12A
GEOTECH HDD-12B
PA-WM1-0012.0001-TAR2
PA-WM1-0012.0004
PA-WM1-0012.0000
PA-WM1-0009.0001
PA-WM1-0011.00000
PA-WM1-0012.00001
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EXISTING SUNOCO 12" PIPELINE CLEARING ONLY ROW
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127'
234'
1286'
STA. 5+78
EL. 687'
STA. 22+64
EL. 687'
STA. 28+82
EL. 785'
CS
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HD
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XIT
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EL.824'
R=2000'
L=347'
S=349'
10°'
HD
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/E
XIT
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EL.758'
33'
HORIZONTAL CURVE
R=2000'
L=367'
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R=2000'
L=618'
S=628'
18°'
STA. 2+30
EL. 718'
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79'
43'
SU
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VILLE
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GRADE
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-12A
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-12B
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08, 133' LT
APPROXIMATE BEDROCK
(SHALE, SILTSTONE, MUDSTONE)
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137'
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-INCH HORIZONTAL DIRECTIONAL DRILL
REF. DRAWING
EROSION & SEDIMENT PLAN
AERIAL SITE PLAN
PLAN VIEW
PROFILE VIEW
NO. DESCRIPTION DATEBY CHK DATE
REVISIONS
DATEAPP
NOTES Sunoco LogisticsPartners L.P.
SUNOCO PIPELINE, L.P.
1. ALL COORDINATES SHOWN ARE IN LATITUDE AND LONGITUDE. ALL MSL ELEVATIONS ARE NAD83
2. STATIONING IS BASED ON HORIZONTAL DISTANCES.
3. ROONEY ENGINEERING, INC. AND SUNOCO PIPELINE, LP ARE NOT RESPONSIBLE FOR LOCATION
OF FOREIGN UTILITIES SHOWN IN PLOT PLAN OR PROFILE. THE INFORMATION SHOWN HEREON IS
FURNISHED WITHOUT LIABILITY ON THE PART OF ROONEY ENGINEERING, INC. AND SUNOCO PIPELINE,
LP, FOR ANY DAMAGES RESULTING FROM ERRORS OR OMISSIONS THEREIN.
4. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES. CONTACT ONE CALL AT 811 PRIOR TO
DIGGING.
5. SUNOCO EMERGENCY HOTLINE NUMBER IS #1-800-786-7440.
PENNSYLVANIA PIPELINE PROJECT
DESIGN AND CONSTRUCTION:
1. CONTRACTOR SHALL FIELD VERIFY DEPTH OF ALL EXITING UTILITIES SHOWN OR NOT SHOWN ON
THIS DRAWING.
2. THE MINIMUM SEPARATION DISTANCE FROM EXISTING SUBSURFACE UTILITIES SHALL NOT BE LESS
THAN 10 FEET AS MEASURED FROM THE OUTSIDE EDGE OF THE UTILITY TO OUTSIDE OF PROPOSED
PIPELINE.
3. DESIGNED IN ACCORDANCE WITH CFR 49 195 & ASME B31.4
4. CROSSING PIPE SPECIFICATION:
HDD HORZ. LENGTH (L=):
HDD PIPE LENGTH (S=):
20" x 0.456" W.T., X-65, API5L, PSL2, ERW, BFW
COATING: 14-16 MILS FBE WITH 30-35 MIL ARO (POWERCRETE OR ENGINEER APPROVED EQUAL)
5. INTERNAL DESIGN PRESSURE 1480 PSIG (SEAM FACTOR 1.0, DESIGH FACTOR 0.50).
6. INSTALLATION METHOD: HORIZONTAL DIRECTIONAL DRILL (HDD).
7. PIPELINE WARNING MARKERS SHALL BE INSTALLED ON BOTH SIDES OF ALL ROAD, RAILWAY, AND
STREAM CROSSINGS.
8. CARRIER PIPE NOT ENCASED.
9. PIPE / AMBIENT TEMPERATURE MUST BE NO LESS THAN 30°F DURING PULLBACK WITHOUT PRIOR
WRITTEN APPROVAL FROM THE ENGINEER.
10. CONDUCT 4-HOUR PRE-INSTALLATION HYDROTEST OF HDD PIPE STRING TO MINIMUM 1850 PSIG.
11. SEE SUNOCO PENNSYLVANIA PIPELINE PROJECT ESRI WEBMAP FOR ACCESS ROAD ALIGNMENT.
LEGEND
PERMANENT ROW
TEMPORARY CONSTRUCTION ROW
TEMPORARY WORKSPACE
TEMPORARY ACCESS ROAD
PERMANENT ACCESS ROAD
SPOIL SPACE ONLY
PROPOSED HDD
PROPOSED 20" PIPELINE
HDD ENTRY-EXIT
PEM WETLANDS
PSS WETLANDS
PFO WETLANDS
12. SUNOCO PIPELINE, L.P.'S HORIZONTAL DIRECTIONAL DRILL INADVERTENT RETURN CONTINGENCY PLAN
WILL BE IMPLEMENTED AT ALL TIMES.
13. SUNOCO PIPELINE, L.P.'S EROSION AND SEDIMENTATION CONTROL PLAN WILL BE IMPLEMENTED AT ALL
TIMES.
TO
TO
DWG NO DWG NO DESCRIPTION
20
03/15/16
YOUGHIOGHENY RIVER
1"=300'
PA-WM1-0012.0000-RR
WESTMORELAND COUNTY, SOUTH HUNTINGDON/SEWICKLY TOWNSHIPS
S1B-0170
EP DLM RMB AAW03/15/16
09/30/16
03/15/16
05/06/16
ES-1.07
SHEET 7
EP2 REVISED PER PADEP COMMENTS RECEIVED 09-06-16 MRS RMB AAW09/30/16
ES-1.09
09/30/16
EP1 REVISED PER PADEP COMMENTSDLM RMB AAW05/06/16
SHEET 6
05/06/16
3002'
3029'
0
FEET
150 150 300
-CL/SC (0.0' - 12.0')
-NG EL. 756'
-SM/SC (12.0' - 28.0')
-SILT STONE (28.0' - 42.0')
-GROUNDWATER (16.0')
-COMPLETION
DEPTH EL. 714'
GEOTECH HDD-12A
NOTE: REFER TO TEST BORING LOG HD-12A
FOR COMPLETE SOIL MATERIAL DESCRIPTION
-CL (0.0' - 7.2')
-NG EL. 913'
-SAND STONE (7.2' - 9.0')
-COMPLETION
DEPTH EL. 904'
GEOTECH HDD-12B
NOTE: REFER TO TEST BORING LOG HD-12B
FOR COMPLETE SOIL MATERIAL DESCRIPTION
SUNOCO EASEMENT LIMITS - NOT LOD